Report (681) w FIELD REPORT File No.
GeoEngineers Inc. qu��r 5 - 01
7504 SW Bridgeport Road Project: Date:
Portland, Oregon 97224 S 4i T111b - r ' - - 'iiLe - - 13
(503) 624 -9274 Owner: Report No.
2-I
Prepared by: Location: Arrival Time: Page:
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This report presents opinions formed as a result of our observation of activities relating to geotecnnical engineering. We rely on the contractor to comply with the plans and specifications
throughout the duration of the project irrespective of the presence of our representative. Our work does not include supervision or direction of the actual work of the contractor. his employees or
agents. Our firm will not be responsible for job or Site safety on this project.
Attachments: Sr- TY Q
Signed: L_ J9
Distribution: pt .1 S $71*
GE 45-87
SUMMARY OF IN -PLACE NUCLEAR DENSITY AND MOISTURE TESTS
PROJECT: 4-64.!� " -I C1 1.:-0- i FILE NO. 4 si 7.--( SHEET 2- OF 3
Feet Probe Field Dry Density Percent
Test Test General Elev. to Soil Type of Depth Moisture % ± Oct) Compaction .
Number Date Location (feet) Grade Type Compactor (inches) (%) OMC Field Maximum Field Spec.
7- (3 St.(n-f w P5ll;' , ■ t oo- s61 S 1z 10, 3 II 9,.." 126 9 9S
z \ f 1, l I l 0,3 12-5 9 .
! 2-o 19 -3 I o ° 0 1 1(v , 1•Z
3 wry of ��v a + S;
Q ,,S J 22.1 I /. 105,3/
r 0 ` 14,3 I ib.4- )11, 1c• 4.
Percent compaction based on: Soil Type: s = Sandy Type of Compactor. Abbreviations:
Standard Proctor (AASHTO T 9957, ASTM D698) S = Sand g = Gravelly R = rubber -tire roller OMC = Optimum moisture content
Modified Proctor (AASHTO T 180-57, ASTM D1557) G = Gravel si = Silty V = Vibratory compactor % = percent
Si = Silt c = Clayey S = Sheepsfoot roller pcf - pounds per cubic foot
Testing conducted by: 54A C = Clay GD = Grid roller RT = Retest of an area
CR = Crushed Rock L = Loaded scraper
Attachment to Field Report Number 2 ( ..0 ='Jumping Jack
to C,t4 '1=1 C•O DIPF 44; (.L' -\I 1, (kQ G�..-ITClnc5j kvc2r / !o 14 rc n ,,M 9S•3% = BBack at f ry toryPlate
Document ID: NucD&M HT = Hand tamper
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EXPLANATION: w
TP -1 TEST PIT Re
o 18.5 - DEPTH TO BOULDERS (IN FEE T) to
3 __ BOULDERS NOT ENCOUNTERED/ TO
DEPTHS EXPLORED
Note: The locations of all feotures shown ore approximate.
I Reference: Base drawing produced from AutoCAO file Spect2.dwg entitled. • Tigard Triongle Masterplan, (� •
N
doted 04/27/98. provided by LRS Architects. ve� ` Engineers FIGURE 2
A 21
•
M 13 -99
FIELD REPORT File No.
• GeoEngineers Inc. 1 3-�
7504 SW Bridgeport Road Project: Date:
Portland, Oregon 97224 s et ('t- 114P ct.46.
(503) 624 -9274 Owner: Report No.
Prepared by: Location: Arrival Time: Page:
of
Purpose of Visit: Weather: Depart. Time: Permit No.
5 N67 Issu s
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•
This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on the contractor to comply with the pions and specifications
throughout the duration 01 the proOcI Irrespective of the presence of our representative. Our work does not include supervision or direction of the actual work of the contractor. his employees or
agents- Our firm will not be responslbte for lob or site safety on this protect.
Attachments:
Signed:
Distribution: GEI 45 -87